Results 41 to 50 of about 983 (184)
Çiftlikköy İlçesi Gençlik Caddesindeki Heyelanın Vaka Analizi
Düzce Üniversitesi Bilim ve Teknoloji Dergisi, 2019 Bu çalışmada, Yalova ili Çiftlikköy ilçesi gençlik caddesindeki 4 şeritli 20,00 m genişliğindeki yolun 0,65.km’sinde meydana gelen heyelanın stabilite problemi iki farklı sonlu elemanlar programında incelenmiştir.Modellemeler sırasında arazideki doğal ...
Mustafa Tuncan +2 more
doaj +1 more source
Analysis of Soil Displacement Field Caused by Small‐Radius S‐Shaped Tunnel
Advances in Civil Engineering, Volume 2026, Issue 1, 2026.Small‐radius curved tunnels are increasingly adopted in urban areas to navigate around existing infrastructure. However, their excavation induces more complex and asymmetric soil displacements compared to straight tunnels, especially in S‐shaped alignments where two consecutive reverse curves interact. This study uses 3D numerical modelling (Plaxis 3D)
Heng Liu +6 more
wiley +1 more source
Simulation of triaxial CD test from 'Koševo layers' applying Soft Soil model in software program PLAXIS [PDF]
Tehnika, 2014 For the purposes of defining the parameters of the model behavior 'Koševo layers' geomechanical laboratory tests were performed such as classification test and deformability test in oedometar test and shear strength test in consolidated undrained ...
Mataradžija Milada A.
doaj +1 more source
Possibilities of complex numerical modelling at the Czech Geotechnical Society workplace
Acta Polytechnica CTU Proceedings, 2023 In the paper, there are examples of complex geotechnical problems in both 2D and 3D that are modelled using PLAXIS software on the specialist workstation provided by the Czech Geotechnical Society to their members.
Martin Vaníček +2 more
doaj +1 more source
Advances in Civil Engineering, Volume 2026, Issue 1, 2026.This study investigated the suitability of natural cinder gravel blended with fine‐crushed aggregates as a base course pavement material using laboratory tests and numerical simulations. Laboratory test results for natural cinder gravel indicated that cinder gravel alone failed to meet the Ethiopian Roads Authority (ERA) standard specifications for ...
Hawi Abdissa +4 more
wiley +1 more source
Deformation Analysis of Deep Foundation Pits Based on Fluid–Structure Interaction
Advances in Civil Engineering, Volume 2026, Issue 1, 2026.In foundation pit engineering design, the seepage‐induced impact of groundwater is often oversimplified when calculating the deformation of the retaining structure and the surrounding soil caused by excavation. Moreover, the coupled interaction between groundwater and soil is neglected, causing simulated conditions to deviate from actual site ...
Dong Li +5 more
wiley +1 more source
Numerical Simulations of Soil Liquefaction using PLAXIS 2D
Journal of Physics: Conference Series, 2023 Abstract One of the most serious and complex phenomena that can occur during earthquakes is soil liquefaction. Since Taiwan is located in the seismic zone of the Pacific Rim, where earthquakes and strong earthquakes occur frequently, the evaluation and prediction of liquefaction have attracted the attention of many authorities ...
E D Mulyadi, Y Lastiasih, A J Li
openaire +1 more source
Deformation and Stability Analysis of Clay‐Geomembrane Lined Landfill Slope: A Numerical Approach
Advances in Materials Science and Engineering, Volume 2026, Issue 1, 2026.The study emphasizes landfill slope deformation and stability, pointing out that excessive instability can pose environmental and health risks. Existing knowledge lacks sufficient consideration for the complex time‐dependent behavioral and compositional changes while modeling numerical simulations.
Defaru Katise Dasho +2 more
wiley +1 more source
Effects of Soil Properties and Slope Angle on Deformation and Stability of Cut Slopes
Advances in Civil Engineering, 2022 The impact of soil parameters and slope angle on the deformation and stability of cut slopes is critical for defining road project safety measurement. This study investigates the effect of soil properties and slope angle on the deformation and stability ...
Behailu G. Habtemariam +2 more
doaj +1 more source
Deformation and Stability of a Deep Excavation in Basalt Strata: A Case Study
Modelling and Simulation in Engineering, Volume 2026, Issue 1, 2026.To investigate the behavior of deep excavations in basaltic formations, finite element models were developed based on field cases with on‐site monitoring data, facilitating a comprehensive analysis of the deformation patterns, environmental impacts, and stability of the excavations throughout the excavation process.
Yurong Xie +7 more
wiley +1 more source